Tank for pressure sewer installation
11326335 · 2022-05-10
Assignee
Inventors
Cpc classification
Y10T137/6991
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
E03F5/22
FIXED CONSTRUCTIONS
International classification
E03F5/02
FIXED CONSTRUCTIONS
Abstract
The present invention relates to a storage tank, comprising a neck portion having an opening, the neck portion having side walls which define a first storage volume; a body portion connected to, and located below, the neck portion, the body portion having side walls and a base which define a second storage volume, wherein a section of the body portion is configured with a substantially rectangular cross-section in the horizontal plane, and wherein the second storage volume is greater than the first storage volume; and ribs projecting generally radially from the side walls of the neck portion and/or the body portion.
Claims
1. A storage tank, comprising: a neck portion having an opening, the neck portion having side walls which define a first storage volume, wherein the neck portion has a substantially frustoconical shape; a body portion connected to, and located below, the neck portion, the body portion comprising two pairs of opposing side walls and a base which define a second storage volume, wherein each wall of the two pairs of opposing side walls bulges radially outwardly forming the perimeter of the body portion, and wherein the second storage volume is greater than the first storage volume; ribs projecting generally radially from the side walls of the neck portion and/or the side walls of the body portion; and a substantially round middle section positioned between, and connecting, the neck portion and the body portion, wherein the middle section comprises an outwardly tapering transition section that is angled outwardly about the circumference of the middle section, at between about 30 degrees and about 60 degrees to the vertical.
2. A storage tank according to claim 1, wherein the neck portion is configured with a substantially circular cross-section in the horizontal plane.
3. A storage tank according to claim 1, wherein the body portion has a maximum lateral width dimension that is between about 20% and about 50% larger than a maximum lateral width dimension of the opening.
4. The storage tank of claim 1, wherein the neck portion tapers outwardly in a direction from the opening toward the body portion.
5. The storage tank of any one of claim 1, wherein a combined volumetric capacity of a lower end of the body portion is at least 50% greater than a remaining volumetric capacity of the storage tank.
6. The storage tank of any one of claim 1, wherein the opening comprises an annular flange having a raised inner rim that stands proud of a radially outer part of the annular flange.
7. The storage tank of any one of claim 1, wherein the opening comprises a mouth, wherein the mouth has an inwardly tapered wall that tapers inwardly in a downward direction.
8. The storage tank of claim 7, wherein the opening comprises an annular flange having a raised inner rim that stands proud of a radially outer part of the annular flange, wherein the inwardly tapered wall has a bottom edge extending below the raised inner rim.
9. The storage tank of claim 8, wherein the inwardly tapered wall is defined in part by the raised inner rim.
10. The storage tank of claim 1, further comprising a plurality of horizontal and vertical exterior ribs extending outwardly from the side walls to provide increased structural strength to the body portion.
11. A method of installing a pressure sewer tank, comprising: positioning the storage tank as claimed in claim 1 in relation to a ground surface; positioning a pressure sewer pump in the storage tank; coupling an inlet conduit to an inlet of the storage tank and coupling an outlet of the pressure sewer pump to an outlet of the storage tank; positioning a two-part lid over a top opening of the storage tank to occlude the top opening, wherein the two-part lid comprises a first lid part to occlude the top opening and a second lid part to cover over the first lid part, and wherein the first and second lid parts define a chamber therebetween that is sized to receive a pump controller.
12. The method of claim 11, further comprising positioning the pump controller in the chamber and electrically coupling the pump controller to the pressure sewer pump to allow the pump controller to control operation of the pressure sewer pump.
13. The method of claim 11, wherein the chamber of the two-part lid defines a first section to receive the pump controller and a second section spaced from the first section and sized to receive a battery that is configured to supply power to the pump controller and to the pressure sewer pump, wherein the method further comprises electrically coupling the battery to the pump controller to supply power from the battery to the pump controller.
14. The method of claim 13, further comprising electrically coupling a renewable energy source to the battery.
15. The method of claim 11, further comprising securing the two-part lid to the storage tank to substantially close the top opening.
16. The method of claim 15, wherein the securing comprises fastening the second lid part to an upper rim of the storage tank.
17. A method of assembling a pressure sewer tank, comprising: positioning a two-part lid over a top opening of the storage tank as claimed in claim 1 of a pressure sewer tank to occlude a top opening, wherein the two-part lid comprises a first lid part to occlude the top opening and a second lid part to cover over the first lid part, and wherein the first and second lid parts define a chamber therebetween that is sized to receive a pump controller; and securing the two-part lid to the storage tank to substantially close the top opening.
Description
BRIEF DESCRIPTION OF DRAWINGS
(1) Embodiments are described in further detail below, by way of example and with reference to the accompanying drawings, in which:
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
(23)
(24)
(25)
(26)
(27)
(28)
(29)
(30)
(31)
(32)
(33)
(34)
(35)
(36)
(37)
(38)
(39)
(40)
(41)
(42)
(43)
(44)
(45)
(46)
(47)
(48)
(49)
(50)
(51)
DETAILED DESCRIPTION
(52) Embodiments relate generally to tanks for pressure sewer installations and lids for such tanks. Embodiments also relate to pressure sewer kits including such tanks and lids. Still further embodiments relate to systems and methods for control of pressure sewer installations. Some embodiments may employ or be applicable to pressure sewer installations, pressure sewer pump controllers and control methods and systems therefor, which are described in International Patent Application no. PCT/AU2012/000903, filed 31 Jul. 2012, the entire contents of which is hereby incorporated by reference. Some embodiments may also employ or be applicable to pressure sewer installations, pressure sewer pump controllers and control methods and systems therefor, which are described in International Patent Application no. PCT/AU2017/050058, filed 25 Jan. 2017, the entire contents of which is hereby incorporated by reference.
(53) Referring to
(54) The tank body 110 defines an interior volume 140 that is generally closed except for the top opening 125 and one or more fluid inlets 121, 122, 123 formed in a side wall of the tank body 110 in a lower portion 114 thereof.
(55) The tank body 110 has a base or foot 112 that comprises a rim or flange having a bottom edge terminating in a single plane, such that the tank 100 can stand upright vertically while resting the base 112 on one or more support surfaces. The base 112 can rest on a flat upper surface of a transport pallet 102 for transport of the tank 100, for example. The pallet or skid may be a standard pallet, such as an Australian standard pallet, a standard European pallet or a North American pallet, for example.
(56) The lower section 114 of the tank body 110 is generally bulged radially outwardly (or otherwise enlarged in cross-section) to give the tank body 110 a shape approximating a pear. Although the lower section 114 is generally rounded about a circumference of the tank body 110, it may not be circular. Rather, the rounded circumference may be somewhat squared in order to have a profile in plan view (as seen in
(57) The tank body 110 has an upper section 116 that has a substantially circular profile that tapers outwardly in the direction from the top of the tank 100 towards the bottom. The taper may be at a shallow angle (i.e. less than 25 degrees, for example around 15 degrees) from the vertical. The upper section 116 may therefore have a somewhat frustoconical shape. Where the upper section 116 meets the beginning of the lower section 114, the outwardly tapering circular profile of the upper section 116 of the tank body 110 transitions into the somewhat squared and rounded profile of the lower section 114.
(58) In some embodiments, three fluid inlets 121, 122, 123 are formed in the wall of the tank body 110 at circumferentially spaced positions around a bulged middle section 142 (
(59) The tank body 110 may be formed by rotational moulding, for example, using suitable plastics materials. For example, polyethylene, polyvinyl chloride (PVC) plastisols, nylon, polypropylene, and polycarbonate materials may be used for rotational moulding of the tank body 110. Suitable kinds of polyethylene include low density polyethylene (LDPE), cross-linked polyethylene (PEX), linear low density polyethylene (LLDPE), high-density polyethylene (HDPE), for example. As part of the rotational moulding process, the tank body 110 can be formed to have a series of ribs projecting outwardly from the external wall surfaces 111 of the tank body 110. Such ribs can include generally vertically extending ribs 118 and generally horizontally extending ribs 119. These ribs 118, 119 can serve to strengthen the walls of the tank body 110 against inward and outward deformation. The ribs 118, 119 can also serve to strengthen the tank body 110 against top-load deformation.
(60) Ribs 118, 119 may project outwardly from the outer wall 111 by about 30 to about 60 mm, optionally about 45 mm. The depth of ribs 118 may be different from the depth of ribs 119 or they may be the same depth. The vertically extending ribs 118 may extend at circumferentially spaced positions along the outer wall 111 from around the top rim 129 of the tank body 110 to the base 112. The horizontally extending ribs 119 may extend around the circumference of the tank body 110 at vertically spaced positions. One or more of the ribs 118, 119 may be interrupted by one of the fluid inlets 121, 122, 123.
(61) Ribs 118, 119 may effectively act as outer strengthening walls that project outwardly from outer wall 111. Outer wall 111 may be formed as one piece, integrally formed with ribs 118, 119, inlets 121, 122, 123, outlet 124 and upper rim 129. In other embodiments, outer wall 111 may be formed from more than one piece, with each piece being sealingly coupled to another of the pieces in order to form a substantially sealed tank chamber suitable for pressure sewer purposes. Whether formed as one piece or from multiple pieces, outer wall 111 may be considered to define different tank or wall sections as described herein. Outer wall 111 may form all or part of the same wall as inner wall 115, but are distinct from any walls provided by ribs 118, 119, for example.
(62) With reference to
(63) The tank 100 may have an approximate height of about 1.5 to 2 metres, optionally about 1.6 to 1.9 metres, or optionally about 1.7 to 1.8 metres, for example, measured from the bottom of base 112 to the top of the lid 150. A maximum lateral width of the tank body 110 may be in the range of about 1.2 to about 1.8 metres, optionally 1.3 to 1.6 metres, or optionally about 1.4 to 1.5 metres, for example. This maximum lateral width may be at or near the position of the fluid inlets 122, 123 within the lower section 114. The fluid inlets 121, 122, 123 project outwardly from the tank outer wall 111 by around 70 to around 100 mm, optionally around 90 mm. The fluid inlets 121, 122, 123 may therefore project outwardly beyond (proud of) vertical and/or horizontal ribs 118, 119 by around 30 to around 60 mm, optionally around 45 mm.
(64) The bulged or bulbous pear shape of the tank body 110 is advantageous for pressure sewer installations that have an intelligent pump controller associated therewith, where such a pump controller is responsive to control commands from a remote server to adjust the timing or set points used for pumping out the contents of the tank. Examples of such pressure sewer installations are described in International Patent Application no. PCT/AU2012/000903, and International Patent Application no. PCT/AU2017/050058. Such advantages can arise because the design of the tank body 110 (shown in
(65) It is desirable to keep the head space of the tank volume 140 relatively free of fluid in order to avoid triggering the high fluid level sensor alarms too frequently. This apportioning of the fluid storage to be maximised towards the lower section 114 allows the pump controller to have access to maximum fluid volumes in order to best utilise the intelligent control functions that come with remote server control of the pump controller 610 (
(66) Further advantages associated with the shape of the tank body 110 reside in the balance of factors including: providing a large cross-sectional area (in plan view as seen in
(67) Base 112 may be formed to include at least one an annular rim or ring that extends vertically downwardly from an inner base wall 112a in order to provide a stable support structure to support to weight of the tank body 110 and its contents. In some embodiments, the annular rim or ring may include multiple concentric rims or rings that extend downwardly to provide additional support structure. The base 112 may therefore include an outer annular rim or ring and at least one inner annular rim or ring. The at least one annular rim or ring can possibly include some circumferential interruptions without the structural support function of the base 112 being too diminished. The lower extent of the at least one annular rim or ring defines a support plane that is intended to substantially horizontal in normal use and is generally perpendicular to the longitudinal (vertical) axis of the tank body 110. In further embodiments, one or more non-annular crossing ribs 118a may be formed inside the annular rim or ring to provide strengthening structural support to the base wall 112a. Inner base wall 112a acts as a bottom wall of the fluid-receiving chamber defines by the tank body 110. Inner base wall 112a may be substantially flat or may have a slight convex or concave shape to it.
(68) As shown in
(69) The pump 2080 (
(70)
(71) The top wall 416 generally defines a more steeply (downwardly) angled section circumferentially around the top section 420 that then transitions into a more shallowly angled outwardly tapering apron section that generally overlies the top rim 129 of the tank body 110. From the tapering apron section, the top wall 416 extends outwardly and then downwardly to define a flanged or overhanging portion 410. The flanged section 410 has a generally annular form and is sized and configured to substantially cover an outer flanged rim 510 (
(72) The upper lid part 152 may be formed to be substantially hollow or at least somewhat hollow, thereby defining at least one cavity 418 between the top wall 416 and an inner wall 412. The inner wall 412 defines a receiving recess 414 for a sealing ring (415). The sealing ring is arranged to abut and seal against a raised rim 128 positioned at a radially inner part of the top rim 129. An inner annular section 412a of the inner wall 412 is disposed radially between the receiving recess 414 and the flanged section 410. The inner annular section 412a is arranged to be generally horizontal when the upper lid part 152 is in place and overlies a flattened section 130 of the top rim 129 that is intended to support the outer rim 510 of the lower lid part 154.
(73) As shown in
(74) The top opening 125 is defined by an inner area of the top rim 129. The inner area comprises the raised rim 128 and an inwardly angled sloping wall 127 that has a chamfered inner edge 126. The sloping wall 127 slopes inwardly in a downward direction at an angle of around 10 degrees to around 20 degrees. This inward slope defined by sloping wall 127 assists in locating and seating the lower lid part 154 in the top opening 125.
(75) As shown in
(76)
(77) In one embodiment, the neck section (top portion 144) of the tank body 110 may be configured to taper inwardly toward a lid assembly 150 of a reduced diameter as shown in
(78) Below the second middle section 142 is a bottom section 141 that tapers inwardly toward the base 112 in the downward direction. The bottom section 141 serves to taper and transition the rounded square profile of the second middle section 142 into a generally rounded shallow bottom wall 112b, as best seen in
(79) The bottom section 141 is tapered inwardly toward the bottom wall 112a such that, once a pump is installed onto the bottom wall 112a, a “dead space” volume is defined so that a minimum fluid and/or sediment volume can be retained in the bottom of the tank body 110. This dead space volume can accommodate an amount of heavy sediment that might cause damage to the pump if it were to be sucked into the pump during use. The inward taper of the bottom section 141 toward the bottom wall 112a may be tapered at an angle of around 40 to 50 degrees to the vertical, for example. The volume of dead space at the bottom of the tank volume 140 depends on the tank shape and the pump cut out level of the particular pump installed. In one example, for a pressure sewer pump provided by Environment One Corporation, the cut out level is about 350 mm above the base wall 112a, which results in a dead space having a volume of about 231 Litres.
(80) In some embodiments, the bottom section 141 may have a volumetric capacity (without a pump being present) of around 230 litres, for example. The second middle section 142 may have a volumetric capacity of around 390 litres, for example. The first middle section 143 may have a volumetric capacity of around 100 to 115 litres, for example. The top section 144 may have a volumetric capacity of around 440 to about 460 litres, for example. A combined volumetric capacity of the lower end (bottom section 141) and the bulged section (i.e. middle sections 143, 142) is at least 50% greater than a remaining volumetric capacity of the tank body (i.e. top section 144). However, the proportion of the height of the tank body 110 taken up by the top section 144 is in the range of 40-50% of the total height of the tank body 110.
(81) The inner wall 115 of the bulged section (i.e. the second middle section) may have a non-circular profile in lateral cross-section. The lateral cross-section of the inner wall 115 of the bulged section has first and second radii of curvature arranged in alternating fashion. In other words, the inner wall 115 of the bulged section may have a rounded square shape in lateral cross-section.
(82) The tank body 110 effectively has a neck section (top section 144) extending between the upper end (generally defined by the area around top rim 129) and the bulged section (middle sections 143, 142), the neck section being tapered outwardly in a direction from the upper end toward the bulged section. The inner wall 115 of the neck section has a substantially frustoconical shape.
(83) The neck section inner wall 115 is generally concentric and co-axial with the bulged section (middle sections 143, 142) and the tank base 112 about a longitudinal axis of the tank body110. Further, the neck section inner wall 115 is substantially axi-symmetric about the longitudinal axis but an inner wall of the bulged section is not axi-symmetric about the longitudinal axis. This non-axi-symmetry in the bulged section is because it has varying radii of curvature about the circumference of the bulged section and because of the presence of the inlets 121, 122, 123 at three circumferentially spaced locations (eg. 0, 90 and 180 degrees).
(84)
(85)
(86) Referring generally to
(87) In
(88)
(89) Outer rim portions 510 of the lower lid part 154 may have recessed areas 1130 formed at spaced intervals around the rim circumference. The recessed areas 1130 are shaped to avoid occluding the fastener anchors 133, so that fasteners 131 can extend from the lid top portion 152 through to the fastener anchors 133 without being blocked by the outer rim 510. In order to assist in achieving correct alignment of the lower lid part 154 in the top opening 125, complementary positioning formations are provided on a bottom face of the top rim 510 and on an upper face of the rim 129. For example, a raised portion 713 (
(90) It can be seen from
(91)
(92) Further, the lid cavity defined between the upper and lower lid parts 152, 154 allows space for passage of cables extending from the pump controller 610 to a plurality of sealing glands 664 disposed in the lower lid part 154 that permit passage of electrical conductors from the lid cavity into the interior tank volume 140. Such electrical conductors passing into (or out of) the interior tank volume 140 from the lid cavity permits the transmission of control signals from the pump controller 610 to the pump (e.g. pump 2080 in
(93) One or more of the sealing glands 664 may be positioned in a bottom wall of the part of the lower lid part 154 that defines the first cavity portion 672, so that there is at least one sealing gland close to the position of the pump controller 610. One or more other sealing glands 664 may be positioned on a gland shelf 676 that is not significantly recessed downwardly from the level of the outer rim 510. The gland shelf 676 may comprise one, two, or three actively used sealing glands 664 but may have up to a set number, such as four sealing gland positions 662. Any unused sealing gland positions 662 are to be blocked. The lid chamber is configured to be substantially air tight against influx of gas from the tank volume 140.
(94) The upper lid part 152 may define a third internal cavity portion 678 (seen best in
(95) In some embodiments, the upper lid part 152 may be formed by rotational moulding, for example. In such embodiments, one or more stiffening material bridges may be formed by recessed areas 653 extending between the lower inside surface 651 of the upper lid part 152 and the top wall 416. Such material bridges may be formed in a spaced array to provide a suitable stiffening effect. In other embodiments, the recessed areas 653 may not form part of material bridges and may instead serve to provide internal support surfaces to hinder the top wall 420 from being deflected downwardly by more than a small amount, such as a few millimetres.
(96) The upper lid part 152 may define at least one, and preferably multiple, pressure relief channels 130 arranged to provide a passage for relief of pressure build up from inside the lid cavity to the outside environment, for example in case there is a build-up of pressurised gas that has leaked into the lid cavity from inside the tank volume 140. Such pressure relief channels 130 may be disposed at spaced radial locations about the inner annular wall 412a. Such channels may be formed by recessed slots formed in annular wall 412a. Additionally or alternatively, the pressure relief channels 130 can be provided by recessed slots formed in the upper surface of one or more of the rim portions 510 of lower lid part 154.
(97) In some embodiments, the lower lid part 154 is formed by rotational moulding and may (like upper lid part 152) comprise strengthening material bridges formed by recessed areas 553 that extend upwardly from a bottom wall 518 of the lower lid part 154 up toward a floor section that partly defines the first cavity portion 672 or the second cavity portion 674. Alternatively, the recessed areas 553 may not form part of material bridges and may simply assist to provide a structural support against downward deflection.
(98) The bottom wall 518 of the lower lid part 154 is connected to and continuous with the angled side walls 516 and is arranged to be positioned below the level of the top rim 129 when the lower lid part 154 is received through the top cavity 125 and is seated in a normal use position thereon. The lower lid part 154 therefore takes up some of the space inside the tank body 110 towards the top end thereof. However, such space inside the top of the tank body 110 is normally considered to be “head space” in which it is not desirable to have fluid present because it would indicate an overflow or extreme high level condition.
(99)
(100) With reference to
(101) Referring now to
(102) The pump controller 6120 of pressure sewer system 2000 is arranged to control operation of a pump 2080 and to receive inputs from a fluid level sensor 2088 positioned within the internal tank volume 2040. The pump 2080 is positioned toward a base 2012 of the tank body 2010 to pump fluid from regions close to the base 2012 out of a fluid outlet 2081. The tank body 2010 may define one or multiple fluid inlets 2021, 2022.
(103) The power supply 611 for the pump controller 610 may also supply power to the pump 2080 and may be configured as a DC (direct current) power supply, for example. Cabling 612 may be provided within the lid chamber 2070 and the tank volume 2040 in order to provide power to the pump controller 610 and pump 2080, as well as to allow pump controller 610 to receive sensor output signals from fluid level sensors 2088 and status or feedback signals from the pump 2080.
(104) Pressure sewer system 2000 may also be arranged to receive power from a renewable power source. For example, as shown in
(105) Pressure sewer system 2200 is the same as pressure sewer system 2000, but has a solar cell array 2210 housed in the upper lid part 2052, rather than being supported by a separate structure 2091. The energy output of the solar cell array 2210 is provided to the power supply 611 to keep the power supply 611 charged as much as possible. As shown in
(106) As is most evident in
(107) It is to be understood that the weight of the tank may be modified to accommodate different applications. In some embodiments, the weight of the tank is approximately 70 kg to improve portability and ease of installation while reducing transportation costs.
(108) It will be appreciated by persons skilled in the art that numerous variations and/or modifications may be made to the above-described embodiments, without departing from the broad general scope of the present disclosure. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive.